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Artículos de revistas sobre el tema "Recurved parapet"

Autor: Grafiati
Publicado: 15 de febrero de 2025
Última modificación: 31 de julio de 2025

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1

Castellino, Myrta, Paolo De Girolamo, Viola Monaci, Alessandro Romano, and Javier L. Lara. "CONFINED-CREST IMPACT: THE INFLUENCE OF THE TOE BERM ON THE IMPULSIVE LOAD CONDITIONS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 17. http://dx.doi.org/10.9753/icce.v37.structures.17.

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Composite vertical breakwaters are coastal structures used to defend port basins from waves in intermediate and deep water conditions. In order to safely use the inner side of harbors, it is important to limit wave overtopping. Parapet walls are used for this purpose. To improve the hydraulic efficiency of the parapet wall with a fixed crown wall height, the wall can be shaped giving rise to a recurved overhand toward the sea. Its function is to deflect back the incident waves. Recently, it has been shown that the interaction between non-breaking waves and recurved parapet can induce impulsive
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2

Castellino, Myrta, Javier L. Lara, Alessandro Romano, Iñigo J. Losada, and Paolo De Girolamo. "WAVE LOADING FOR RECURVED PARAPET WALLS IN NON-BREAKING WAVE CONDITIONS: ANALYSIS OF THE INDUCED IMPULSIVE FORCES." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 34. http://dx.doi.org/10.9753/icce.v36.papers.34.

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This paper describes 2-D numerical simulations aiming to reproduce the pressure impulse named confined-crest impact (Castellino et al., 2018), which occurs when a recurved parapet wall and non-breaking wave conditions are interacting. The simulations are carried out by using the IH2VOF and IHFOAM, the latter developed as OpenFOAM additional library. The results show a large increase of the pressures and forces value when the recurved part of the vertical parapet results completely occluded by the non-breaking wave crest. A sensitivity analysis has been carried out to study the influence of the
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3

Dermentzoglou, Dimitrios, Myrta Castellino, Paolo De Girolamo, Maziar Partovi, Gerd-Jan Schreppers, and Alessandro Antonini. "Crownwall Failure Analysis through Finite Element Method." Journal of Marine Science and Engineering 9, no. 1 (2020): 35. http://dx.doi.org/10.3390/jmse9010035.

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Several failures of recurved concrete crownwalls have been observed in recent years. This work aims to get a better insight within the processes underlying the loading phase of these structures due to non-breaking wave impulsive loading conditions and to identify the dominant failure modes. The investigation is carried out through an offline one-way coupling of computational fluid dynamics (CFD) generated wave pressure time series and a time-varying structural Finite Element Analysis. The recent failure of the Civitavecchia (Italy) recurved parapet is adopted as an explanatory case study. Moda
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4

Ravindar, Rajendran, V. Sriram, Stefan Schimmels, and Dimitris Stagonas. "LARGE-SCALE AND SMALL-SCALE EFFECTS IN WAVE BREAKING INTERACTION ON VERTICAL WALL ATTACHED WITH LARGE RECURVE PARAPET." Coastal Engineering Proceedings, no. 36v (December 31, 2020): 22. http://dx.doi.org/10.9753/icce.v36v.papers.22.

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Two sets of experiments on the vertical wall attached with recurve parapets performed at 1:1 and 1:8 scale are compared to study the influence of scale, model and laboratory effects. The small-scale (1:8) experiment scaled to large-scale (1:1) using Froude scaling, and Cuomo et al. (2010) method are compared. Comparing both the methods for scaling impact pressure, Cuomo et al. (2010) predicts well in the impact zone, whereas Froude scaling is better in the up-rushing zone. In estimating integrated impact force, Froude scaling method over-estimates compared to Cuomo et al. (2010). Overall, Cuom
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5

Chen, Songtao, Weiwen Zhao, and Decheng Wan. "Numerical Study on Breaking Wave Interaction with Vertical Wall Attached with Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 132–40. http://dx.doi.org/10.17736/ijope.2023.ak53.

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6

Castellino, Myrta, John Alderson, Gabriele Lanza, et al. "THE NEW OFFSHORE RAVENNA LNG TERMINAL (IT): COMPARISON BETWEEN EXPERIMENTAL AND NUMERICAL SIMULATIONS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 73. https://doi.org/10.9753/icce.v38.structures.73.

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The Italian company SNAM is planning a new offshore terminal for the import of Liquefied Natural Gas (LNG) that will be located in the northern Adriatic, SE of the Port of Ravenna. The new terminal involves the permanent mooring of a Floating, Storage, and Regasification Unit (FSRU) at a jetty. The FSRU will be supplied with LNG by carrier ships using the ship-to-ship transfer technique. The terminal will be protected by a vertically composite breakwater equipped with a recurved parapet wall and anti-reflective cells. The combination of anti-reflective cells and recurved walls represents the b
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7

Suzuki, Tatsuki, and Kojiro Suzuki. "COUNTERMEASURES AGAINST SEA LEVEL RISE USING SEAWALL WITH MULTIPLE WAVE OVERTOPPING MEASURES (SMO)." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 51. https://doi.org/10.9753/icce.v38.structures.51.

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In Japan, there are many seawalls where it is difficult to raise the crown height from the viewpoint of obstacle limitation surfaces at airports and deteriorated landscapes. As a measure to reduce the wave overtopping rate and lower the crest height, a seawall with multiple wave overtopping measures (SMO), which combines a Recurved Parapet (R.P.), a Double Parapet (D.P.), and a Permeable Layer (P.L.). SMO creates a beautiful coastal landscape and is used as a place of relaxation for the neighborhood residents. However, the effect of SMO on reducing wave overtopping rate has not been systematic
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8

Zheng, Kaiyuan, and Xizeng Zhao. "Impact of Multiphase Flow Simulation of Breaking Waves on a Vertical Seawall with a Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 141–47. http://dx.doi.org/10.17736/ijope.2023.ak54.

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9

Benoit, Michel, William Benguigui, Maria Teles, Fabien Robaux, and Christophe Peyrard. "Two-phase CFD Simulation of Breaking Waves Impacting a Coastal Vertical Wall with a Recurved Parapet." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 123–31. http://dx.doi.org/10.17736/ijope.2023.sv03.

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10

Saincher, Shaswat, V. Sriram, R. Ravindar, et al. "Comparative Study on Breaking Waves Interaction with Vertical Wall Retrofitted with Recurved Parapet in Small and Large Scale." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 113–22. http://dx.doi.org/10.17736/ijope.2023.jc890.

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11

Castellino, Myrta, Alessandro Antonini, Daniele Celli, et al. "NUMERICAL EXPERIMENTS ON OVERHANGING PARAPETS UNDER NON-BREAKING WAVE CONDITIONS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 85. http://dx.doi.org/10.9753/icce.v37.structures.85.

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Sea-wall and storm-wall structures aim to protect coastal areas and harbours from wave attacks. They are often located in the neighbours of city centres, that in turn impose rather severe visual limits affecting the maximum height of the structure. To combine the architectonical visual restrictions and the overtopping safety limits, imposed by different national standards, alternative solutions such as recurved parapet are often applied. Even for non-breaking wave conditions, these structures are subjected to large impulsive pressure that has been recently described and named as Confined-Crest
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12

Antonini, Alessandro, Dimitrios Dermentzoglou, Ermano de Almeida, et al. "PHYSICAL EXPERIMENTS ON OVERHANGING PARAPETS UNDER NON-BREAKING WAVE CONDITIONS." Coastal Engineering Proceedings, no. 37 (September 1, 2023): 81. http://dx.doi.org/10.9753/icce.v37.structures.81.

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The use of sea-wall and storm-wall structures within valuable landscape or urban areas often imposes rather restrictive limits in terms of structures height. A viable solution to address the safety against overtopping and the architectonical requirements is the use of recurved parapets. However, this type of structure is exposed to large impulsive loads that have been recently described and named as confined-crest impact, (C-CI), (Castellino et al., 2018) and caused several failures such as those in Strand (South Africa), Pico Island (Portugal) and Civitavecchia (Italy), (Castellino et al., 20
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13

Castellino, M., P. Sammarco, A. Romano, et al. "Large impulsive forces on recurved parapets under non-breaking waves. A numerical study." Coastal Engineering 136 (June 2018): 1–15. http://dx.doi.org/10.1016/j.coastaleng.2018.01.012.

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14

Li, Qian, Shiqiang Yan, Yi Zhang, Ningbo Zhang, Qingwei Ma, and Zhihua Xie. "Numerical Modelling of Breaking Wave Impacts on Seawalls with Recurved Parapets Using qaleFOAM." International Journal of Offshore and Polar Engineering 33, no. 2 (2023): 157–63. http://dx.doi.org/10.17736/ijope.2023.sv05.

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15

UCHIDA, Yoshifumi, Susumu OGURA, Takaaki KITOU, Kenji NISHIO, Takanori MORIKAWA, and Susumu IKEO. "Experimental Study on Wave Overtopping Quantity Characteristic of Sloping Revetment with Recurved Parapets (Part2)." Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 68, no. 2 (2012): I_731—I_735. http://dx.doi.org/10.2208/kaigan.68.i_731.

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16

Castellino, Myrta, Alessandro Romano, Javier L. Lara, Iñigo J. Losada, and Paolo De Girolamo. "Confined-crest impact: Forces dimensional analysis and extension of the Goda's formulae to recurved parapets." Coastal Engineering 163 (January 2021): 103814. http://dx.doi.org/10.1016/j.coastaleng.2020.103814.

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17

Martinelli, L., P. Ruol, M. Volpato, et al. "Experimental investigation on non-breaking wave forces and overtopping at the recurved parapets of vertical breakwaters." Coastal Engineering 141 (November 2018): 52–67. http://dx.doi.org/10.1016/j.coastaleng.2018.08.017.

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18

Ravindar, Rajendran, Sriram V, Stefan Schimmels, and Dimitris Stagonas. "Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets." Journal of Waterway, Port, Coastal, and Ocean Engineering 147, no. 6 (2021): 04021034. http://dx.doi.org/10.1061/(asce)ww.1943-5460.0000674.

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19

Harish, S., V. Sriram, Holger Schüttrumpf, and S. A. Sannasiraj. "Tsunami-like Flow-Induced Forces on the Landward Structure behind a Vertical Seawall with and without Recurve Using OpenFOAM." Water 14, no. 13 (2022): 1986. http://dx.doi.org/10.3390/w14131986.

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It is more common to introduce the parapet/recurve/wave return wall over the existing structure, such as a vertical seawall or composite structure, to reduce the overtopping efficiently. The advantage of a recurve wall on top of the sea wall has been studied in the past in regards to wave interaction and overtopping. However, their efficiency in protecting the inland structure during extreme events such as flooding during a tsunami is unexplored. The present study addresses the effect of a vertical seawall with recurve in reducing the dam break surge simulating tsunami-induced forces on an inl
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20

Ravindar, Rajendran, Venkatachalam Sriram, and Md Salauddin. "Numerical modelling of breaking wave impact loads on a vertical seawall retrofitted with different geometrical configurations of recurve parapets." Journal of Water and Climate Change, September 13, 2022. http://dx.doi.org/10.2166/wcc.2022.211.

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Abstract Experiments are the traditional techniques used in coastal engineering to study complex wave structure interactions. However, with the advent of high-performance computing, even performing 1:1 scale numerical simulations has become a reality. The progress aids in extending the parametric investigation or repeating the procedure for comparable structures. In this study, a numerical model in OpenFOAM® with waves2Foam wave boundary conditions is used to simulate wave structure interactions at seawalls with varied geometrical configurations of recurved parapets. The numerical model is val
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21

CASTELLINO, MYRTA, JOHN ALDERSON, THIERRY RAULT, et al. "Experimental Comparison Of The Hydraulic Performance Of Overhanging And Vertical Parapets Under Limited Wave Breaking Conditions: The Case Of The New Offshore Ravenna Lng Terminal (It)." CoastLab 2024: Physical Modelling in Coastal Engineering and Science, May 7, 2024. http://dx.doi.org/10.59490/coastlab.2024.786.

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Harbors play a pivotal role in global trade, serving as vital gateways for the transportation of goods, fostering economic growth. These essential coastal infrastructures are subjected to relentless forces (e.g. wave action, storm surges, and sea level variation induced by climate change) which can jeopardize their functionality and safety. Safe working conditions are mandatory for the operability of all kinds of harbors. However, particular attention must be paid in the case of terminals dedicated to dangerous goods, as for example Liquefied Natural Gas (LNG). Composite vertical breakwaters m
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22

IRIAS MATA, MARISOL, and MARCEL R.A. VAN GENT. "Hybrid Modelling Of Wave Overtopping At Rubble Mound Breakwaters." CoastLab 2024: Physical Modelling in Coastal Engineering and Science, April 30, 2024. http://dx.doi.org/10.59490/coastlab.2024.710.

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Wave overtopping at rubble mound structures is one of the most important phenomena affecting the hydraulic performance of these coastal structures. In addition to the design of coastal structures, also the climate adaptation of coastal structures has become more important due to sea level rise. Adding a crest wall to an existing structure, increasing the height of a crest wall, adding a berm, or increasing the width or height of a berm, can be effective measures to account for effects of sea level rise. For this purpose, the individual effects of a crest walls and a berm need to be predicted,
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